TC - Item 4A - Traffic Review on Jackson Avenue Between Emerson Place and Hellman Avenue�i
TRANSTEch
TO: City of Rosemead, Department of Public Works
FROM: Traffic Engineering, Transtech Engineers, Inc.
DATE: April 18, 2022
SUBJECT: Traffic Review on Jackson Avenue between Emerson Place and Hellman Avenue
INTRODUCTION
The City of Rosemead received a resident request to conduct a traffic review along Jackson Avenue
between Emerson Place and Hellman Avenue due to reported speeding concerns. In response to this
request and on behalf of the City, engineering staff completed a traffic review and recommended
appropriate measures for Jackson Avenue between Emerson Place and Hellman Avenue. The traffic
review included an analysis of the existing roadway conditions, a review of approximately 5 years of
available collision data, Average Daily Travel (ADT) counts, and a 24-hour Speed Survey.
Figure 1: Vicinity Map
Ralph Waldo
Emerson School
J+.
TRWE M,
� ° 4J f ,.-r a ID-_ r
LEGEND
Jackson Avenue between Emerson Place and Hellman
Avenue
CITY OF ROSEMEAD
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TRAFFIC REVIEW ON JACKSON AVENUE BETWEEN EMERSON PLACE AND HELLMAN AVENUE
EXISTING CONDITIONS
Figure 2: Existing Conditions
z S c,
li ppi ;,
10 I J...
aVIA+
SII
NL
LEGEND
sveeo
25 mph speed limit No Parking with4 Weight Limit Sign
Traffic Signalspec
axc ified time
me
(R2-1) sign ^ Aa (R30A (CA)) awlwe (R12-1)
® Stop Sign (RI-1)®Stop Ahead Sign School Crossing Existing Red Curb
(W3-1) xxou Sign (SW 24-1)
Jackson Avenue: Within the City of Rosemead, Jackson Avenue runs north and south, and is considered a
major collector road by the California Road Functional Classification Maps with a posted speed limit of 25
MPH. Jackson Avenue is signal controlled at the intersection with Hellman Avenue and stop controlled at
the intersection with Emerson Place. Jackson Avenue is approximately 35.5' (feet) wide with one lane of
travel in each direction and no marked centerline. Parking is available on the east and west side of the
street except during street sweeping and areas marked with red curb. This segment of Jackson Avenue
travels through light multiple family zoning, per the Rosemead General Plan. The studied segment of
Jackson Avenue between Emerson Place and Hellman Avenue is approximately 1,275' (feet) in length.
Emerson Place: Within the City of Rosemead, Emerson Place runs east and west, and is considered a major
collector road with a speed limit of 30 MPH per the adopted 2013 City of Rosemead Engineering and
Traffic Survey (Speed Survey). Emerson Place is approximately 36' (feet) wide with one lane of travel in
each direction, and a dashed yellow center line dividing eastbound and westbound traffic. Parking is
permitted on the north and south side of Emerson Place where the curbs are not marked red and outside
CITY OF ROSEMEAD
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TRAFFIC REVIEW ON JACKSON AVENUE BETWEEN EMERSON PLACE AND HELLMAN AVENUE
of hours marked for street sweeping. This segment of Emerson Place runs through light multiple family
zoning, per the Rosemead General Plan.
Hellman Avenue: Within the City of Rosemead, Hellman Avenue runs east and west, and is considered a
major collector road with a posted speed limit of 30 MPH er the adopted 2013 City of Rosemead
Engineering and Traffic Survey (Speed Survey). Hellman Avenue is signal controlled at the intersection
with Jackson Avenue. Hellman Avenue is approximately 39.75' (feet) wide with one lane of travel in each
direction and a protected left turn pocket for traffic making a left turn onto Jackson Avenue. Parking is
available on the north and south side of the street except during street sweeping and areas marked with
red curb. This segment of Hellman Avenue travels through light and medium multiple family zoning per
the Rosemead General Plan.
PICTURE SUMMARY
WCH.11M.
1
n
Jackson Avenue looking Northbound at Hellman
Jackson Avenue looking Northbound at Emerson
CITY OF ROSEMEAD
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TRAFFIC REVIEW ON JACKSON AVENUE BETWEEN EMERSON PLACE AND HELLMAN AVENUE
COLLISION INVESTIGATION
A Collision History Analysis and investigation was conducted for the subject location. Collision data was
obtained from the computerized collision records system maintained by the State of California called the
Statewide Integrated Traffic Records Systems (SWITRS). The collision analysis was conducted over
approximately a 5 -year period between January 2017 through December 2021 (available data at the time
of traffic review) along the segment of Jackson Avenue between Emerson Place and Hellman Avenue).
Based on the information provided, a summary breakdown of the number of collisions within the studied
segment are listed below and shown in Table 1.
2021— 0 collisions
2020 — 0 collisions
2019 — 2 collisions
2018 —1 collision
2017 — 3 collisions
Total — 6 Collisions
There were 6 reported collisions with no reported collisions in the years of 2021 or 2020. Out of the 6
collisions reported, 3 were reported as improper turning as the primary collision factor, 2 due to reported
speeding, and 1 due to a backing vehicle hitting a fixed object with 4 of the 6 collisions reported as
property damage only.
CITY OF ROSEMEAD
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TRAFFIC REVIEW ON JACKSON AVENUE BETWEEN EMERSON PLACE AND HELLMAN AVENUE
Table 1: Jackson Avenue between Emerson Place and Hellman Avenue
Figure 3: Collision Diagram, Jackson Avenue between Hellman Avenue and Emerson Place
F.- e
Rof
Crashes
Fatalityloeath) 0
0
Severe Injury 0
0
Injury -Other Visible 0
im gc'ffl I,- w bm
;Jir °
Severity
Property Damage Only
4
:Total
6
1- Fatal
2 - Severe
Motor
Lighting
Injury
Collison
Day of
Collision
Vehicle,
Primary
IDR
Date
Primary
Secondary
Dist.
Time
the
(Day,
Type
3 -Other
Pedestrian
Factor and
Collision
Rlnj
Other
Road
Road
Night,
Visible Injury
Detail
Info
Week
,Bicycle
Factor
Etc.)
4 -Complaint
Descriptions
of Pain
Involved
5 -Prop Dam
Only PDO)
NB THRU VEH
DRVR
JACKSON
HELLMAN
DRVR
1
6/16/2019
344'5
10:12
SUN
DARK -ST
SIDESWIPE
4
OTHER Ii
HITNB
1
,MINOR
AVE
AVE
ALC/DRG
PARKED VEH
INl
SB THRU VEH
JACKSON
HELLMAN
IMPROP
2
1/20/2019
4275
1:00
SUN
DARK -ST
SIDESWIPE
5
OTHER MV
HIT SB
0
N/A
AVE
AVE
TURN
PARKED VEH
SB THRU VEH
JACKSON
EMERSON
IMPROP
3
2/11/2018
132'N
12:40
SUN
DAYLIGHT
SIDESWIPE
5
PKD MV
HIT SB
0
N/A
AVE
PL
TURN
PARKED VEH
NB PARKING
JACKSON
EMERSON
MYON
IMPROP
ROP
4
9/6/2017
31'N
8:30
WED
DAYLIGHT
SIDESWIPE
5
VEH HIT NB
0
N/A
AVE
PL
OTHER RD
PARKED VEH
TU
JACKSON
EMERSON
NB THRU VEH
UNSAFE
5
8/23/2017
69'N
12:00
WED
DAYLIGHT
HITOBI
5
FXD OBI
0
N/A
AVE
PL
HIT OBJ
SPEED
DRVR
SB BACKING
OTH VIS
JACKSON
EMERSON
STRTNG/
6
8/23/2017
54'N
12:06
WED
DAYLIGHT
HITOEU
3
FXD OBI
VEH HIT NB
2
IN., PED
AVE
PL
BCKNG
PED
0TH VIS
INJ
Figure 3: Collision Diagram, Jackson Avenue between Hellman Avenue and Emerson Place
F.- e
LEGEND
ALLCOLUSIONS -Crash Type
(Non Per &Bike Collisions/Crashes)
Rof
Crashes
Fatalityloeath) 0
0
Severe Injury 0
0
Injury -Other Visible 0
im gc'ffl I,- w bm
;Jir °
LEGEND
ALLCOLUSIONS -Crash Type
(Non Per &Bike Collisions/Crashes)
Rof
Crashes
Fatalityloeath) 0
0
Severe Injury 0
0
Injury -Other Visible 0
1
Injury -Complain Pain 0
1
Property Damage Only
4
:Total
6
PEI -Crash Type
R of
Crashes
Fatalityloeath)
0
Severe Injury
0
Injury Other Visible
0
Injury Complain Pain
0
Property Damage Only
0
Total
0
TOTAL CRASHES 6
CITY OF ROSEMEAD
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TRAFFIC REVIEW ON JACKSON AVENUE BETWEEN EMERSON PLACE AND HELLMAN AVENUE
AVERAGE DAILY TRAFFIC (ADT)
Average Daily Traffic (ADT) data was obtained from counts taken on February 3rd, 2022, for Jackson
Avenue between Emerson Place and Hellman Avenue. A summary of ADT data is shown in Table 2:
Average Daily Traffic (ADT). The traffic count indicates that 1,909 vehicles per day travel on this section
of Jackson Avenue.
Table 2: Average Daily Traffic (ADT)
Location
Vehicles per Day (vpd)
Vehicles per Day (vpd)
Vehicles per Day (vpd)
Northbound
Southbound
TOTAL
02/03/2022
02/03/2022
02/03/2022
Jackson Avenue
1,084
825
1,909
SPEED SURVEY
To assess the speed at which vehicles were traveling along Jackson Avenue, a speed sample was taken
over a 24-hour period on February 3rd, 2022. Based on the Speed Survey, the 85th percentile speed of
vehicles along Jackson Avenue was determined to be 33 mph. This translates to mean that 85 percent of
the vehicles sampled were traveling at 33 mph or below, which is slightly above the speed limit of 25 mph.
Table 3 below shows the February 3rd, 2022, speed survey results. The speed summary is attached
(Attachment 2) at the end of the report.
Table 3:
2022 Speed Survey along Jackson Avenue
Dir. O Date/Time o
Location 85%ile Speed Posted Speed Limit MPH
Travel Survey
Jackson Avenue NB/SB 2/03/2022 33 25
Traffic Calming Devices and Strategies
Traffic calming is the process of reducing vehicle speeds using both passive devices, such as signs and
striping, and physical devices such as changes in road elevation or path. As part of this study, traffic
speeds, collisions and traffic volumes were used to assess existing conditions along this segment. The
type, design and placement of traffic calming devices depend upon the road classification, desired traffic
speed and types of traffic issues along Jackson Avenue between Hellman Avenue and Emerson Place.
A single traffic calming device placed along a long stretch of road will be marginally effective at slowing
down speed at that isolated location. Implementation of a series of traffic calming devices that work
CITY OF ROSEMEAD
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TRAFFIC REVIEW ON JACKSON AVENUE BETWEEN EMERSON PLACE AND HELLMAN AVENUE
together have been shown to reduce traffic speeds along the length of the corridor. There are various
traffic calming measures that can reduce the flow and speed of traffic on a street. The following is a list of
common traffic calming measures that can be installed to aid in slowing traffic.
The below traffic calming measures and strategies were reviewed for this roadway segment.
1) Traffic Education Campaign: This consists of flyers, neighborhood meetings, banners and other
notices to assist is making the public aware of the traffic conditions in a certain area.
2) Signage and Pavement Legends: Modifying the signage along the road or change the striping to
narrow travel lanes to effectively slows speeds by changing the travel environment. Signs alert the
Driver to their speed, such as larger speed limit signs or a speed feedback sign. Too many signs can
have an opposite effect on traffic. Therefore, usage of signs should be subject to careful consideration
and compliance with local and regional standards.
3) Larger Dimension Signs: Installation of larger dimensioned signage are recommended as treatments
to increase the motorist's awareness and other Driver conditions by highlighting various areas of the
roadway. All sign dimensions should comply with the dimensions specified in the California Manual of
Uniform Traffic Control Devices (CAMUTCD) Table 213-1 Regulatory Sign and Plaque Sizes. The larger
sizes are shown in the multi -lane column as 36"x36" for stop signs and 30"x36" for speed limits.
Table 213-1. Regulatory Sign and Plag_ue Sizes (Sheet 1 of 4)
1
4) Traffic Striping: Roadway striping can be implemented as an option that is a low-cost alternative to
Vertical/horizontal traffic calming measures. This includes a white stripe painted along both sides of
the travel way or a center stripe both give the driver a perception of a narrower road.
5) Targeted Police Enforcement: The police department should be notified of speeding concerns along
this segment and officers should conduct monitoring and targeted enforcement for this area.
CITY OF ROSEMEAD
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Conven onal Road
1
sign
Sign or Plaque Designation
Section Single) Multi-
expressway
Freeway
Minimum
Oversized
Lane 1 Lane
1
Slop 1 RIA
28.05 30x30.1
36x36
1 38x36
3000'
48x48
Spmd Urnit I R2.1
2B.13 24x30'1
1 30x36
1 36x48
48x80
18x24'
30x38
1
4) Traffic Striping: Roadway striping can be implemented as an option that is a low-cost alternative to
Vertical/horizontal traffic calming measures. This includes a white stripe painted along both sides of
the travel way or a center stripe both give the driver a perception of a narrower road.
5) Targeted Police Enforcement: The police department should be notified of speeding concerns along
this segment and officers should conduct monitoring and targeted enforcement for this area.
CITY OF ROSEMEAD
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TRAFFIC REVIEW ON JACKSON AVENUE BETWEEN EMERSON PLACE AND HELLMAN AVENUE
RECOMMENDATIONS
After a thorough review of existing field and traffic conditions and per the California Manual on Uniform
Traffic Control Devices (CAMUTCD), California Vehicle Code (CVC), based on the traffic review and
engineering judgement, it was determined that the segment along Jackson Avenue between Emerson
Place and Hellman Avenue would benefit from a combination of traffic calming measures and
improvements. Per the analysis of existing roadway conditions, the speed survey, and average daily traffic
count (ADT) it was determined that further oversized signage should be installed on Jackson Avenue to
alert drivers of the speed limit for both northbound and southbound travel as well as installation of a
center stripe to visually narrow the roadway and designate the travel lanes. Please refer to the Figure 4.
for the proposed recommendations for this study location.
The recommended items include:
1. INSTALL NEW OVERSIZED SPEED LIMIT SIGN: Install new oversized 25 MPH speed limit (112-1) sign
(30"X36") approximately 23 -feet north of the Emerson Place and Jackson Avenue intersection on
for northbound traffic as shown below in Figure 4. (Per CAMUTCD Section 28.13 and CAMUTCD
Table 2B-1).
2. INSTALL NEW DOUBLE YELLOW CENTER LINE (CAMUTCD 36.01) NO PASSING along Jackson
Avenue between Emerson Place and Hellman Avenue. This will serve to visually narrow the
roadway and designate he travel lanes, which is effective in reducing vehicle speeds. (Per
CAMUTD Detail 21).
DETAIL 21 POLICY
a
Ol Twuac.c. no nPaaaioq Perzo mr un. o0
Ncal st ets M nigh%ays ono ally usmm
y D ^ local sheets and M1igM1wrys. See NOR 1.
3. REMOVE AND REPLACE EXISTING SPEED LIMIT SIGN WITH NEW OVERSIZED SPEED LIMIT SIGN:
Remove the existing 25 MPH speed limit (112-1) sign (30"X36") approximately 10 -feet south of the
Hellman Avenue and Jackson Avenue intersection for southbound traffic and replace it with new
oversized 25 -MPH speed limit (112-1) sign as shown below in Figure 4. (Per CAMUTCD Section
28.13 and CAMUTCD Table 2B-1).
CITY OF ROSEMEAD
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FIGURE 4: ROSEMEAD, CA—JACKSON AVENUE FROM HELLMAN AVENUE TO EMERSON PLACE
L� .� � �
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f $; �!.' I
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r f �� �
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„f"..., , ..'� o y qU' L� �"i�wp I / I a , � i:J a c� I,,, y. wmy, ,�_�____
�, � �' s �, Jam' F � _ p � . �yi,� � � ` N--�'��� lt���.
_Pi �
�I ..J.:
OINSTALL NEW OVERSIZED SPEED LIMIT (R2-1) SIGN APPROXIMATELY 23 -FEET NORTH OF
THE EMERSON PLACE AND JACKSON AVENUE INTERSECTION FOR NORTHBOUND
TRAFFIC AS SHOWN BELOW IN INSTALLATION EXHIBIT 1. (PER CAMUTCD SECTION 26.13 SPEED
AND CAMUTCD TABLE 2B-1). SEE DETAIL 1. LIMIT
OINSTALL NEW CENTER YELLOW DASHED STRIPE ALONG JACKSON AVENUE BETWEEN �]
EMERSON PLACE AND HELLMAN AVENUE. (PER CAMUTCD STRIPING DETAIL 21. SEE G
DETAIL 2.
OREMOVE EXISTING SPEED LIMIT (R2-1) SIGN APPROXIMATELY 10 -FEET SOUTH OF THE
HELLMAN AVENUE AND JACKSON AVENUE INTERSECTION FOR SOUTHBOUND TRAFFIC
AND REPLACE WITH NEW OVERSIZED SPEED LIMIT (R2-1) SIGN AS SHOWN BELOW IN
INSTALLATION EXHIBIT 1. (PER CAMUTCD SECTION 2B.13AND CAMUTCD TABLE 2B-1). SEE '
DETAIL 1.
DETAIL 31 POIICY
w OT uk berebee saNii Six vilm s�ioie s.
JACKSON AVENUE BETWEEN EMERSON PLACE AND HELLMAN AVENUE TRAFFIC CALMING
Attachments:
Attachment 1 -Average Daily Traffic (ADT) taken on February 2"', 2022
Attachment 2 — Radar Speed Survey taken on February 2"', 2022
CITY OF ROSEMEAD
Prepared By: Transtech Engineers, Inc. I Page 10 of 12
TRAFFIC REVIEW ON JACKSON AVENUE BETWEEN EMERSON PLACE AND HELLMAN AVENUE
Attachment 1- Average Daily Traffic (ADT) taken on February 2Dd, 2022
Prepared by NDSIATD
Prepared by National De a & surveying services
VOLUME
Jackson Ave Bet. Emerson PI & Hellman Ave
Day: Thursday City; Rosemead
Date: 2/3/2022 Prale0t0: CA22_020045_001
CITY OF ROSEMEAD
Prepared By: Transtech Engineers, Inc. I Page 11 of 12
DAILYNB
SB
LB
VVB
I
Total
I
I:.
825
1,909
AM Period
NB
SB
EB WB
TOTAL
PM Period
NB
SB
EB VVB
TOTAL
00:00
1
1
0 0
2
12:00
8
12
0 0
20
00:15
1
1
0 0
2
12:15
30
30
0 0
20
00:30
0
1
0 0
1
12:30
16
14
0 0
30
00:45
3
5
0
3
0 0
3
8
12:45
23
57
16
52
0 0
39
109
01:00
1
1
0 0
2
13:00
15
14
0 0
29
01:15
0
0
0 0
13:15
14
9
0 0
23
01:30
3
1
0 0
4
13:30
20
7
0 0
27
01:45
1
5
2
4
0 0
3
9
13:45
12
61
20
50
0 0
32
111
02:00
2
2
0 0
4
14:00
9
20
0 0
29
02:15
1
1
0 0
2
14:15
14
22
0 0
36
02:30
0
0
0 0
14:30
26
19
0 0
45
02:45
1
4
0
3
0 0
1
7
14:45
30
79
12
73
0 0
42
152
03:00
0
0
0 0
15:00
36
12
0 0
48
03:15
0
0
0 0
15:15
20
15
0 0
35
03:30
0
1
0 0
1
15:30
14
14
0 0
28
03:45
1 2
2
2
3
0 0
4
5
15:45
1 15
85
32
73
0 0
47
158
04:00
2
2
0 0
416:00
27
17
0 0
44
04:15
3
1
0 0
4
16:15
20
19
0 0
39
04:30
2
1
0 0
3
16:30
19
23
0 0
42
04:45
3
10
1
5
0 0
4
IS
16:45
28
94
21
80
0 0
49
174
05:00
1
1
0 0
2
17:00
23
13
0 0
36
05:15
4
0
0 0
4
17:15
26
13
0 0
39
05:30
1
6
0 0
7
17:30
24
9
0 0
33
05:45
2
8
3
10
0 0
5
18
17:45
24
97
24
59
0 0
48
156
06:00
2
1
0 0
3
18:00
20
30
0 0
30
06:15
2
3
0 0
5
18:15
21
6
0 0
27
06:30
2
1
0 0
3
18:30
21
14
0 0
35
06:45
3
9
4
9
0 0
7
18
18:45
17
79
12
42
0 0
29
121
07:00
5
6
0 0
11
19:00
19
5
0 0
24
07:15
10
8
0 0
18
19:15
12
8
0 0
20
07:30
13
21
0 0
34
19:30
7
6
0 0
13
07:45
35
63
24
59
0 0
59
122
19:45
12
50
4
23
0 0
16
73
08:00
32
25
0 0
5720:00
17
12
0 0
29
WAS
23
21
0 0
44
20:15
12
6
0 0
18
08:30
16
10
0 0
26
20:30
8
8
0 0
16
08:45
14
85
12
68
0 0
26
153
20:45
10
47
6
32
0 0
16
79
09:00
16
11
0 0
27
21:00
10
6
0 0
16
09:15
19
6
0 0
25
21:15
10
3
0 0
13
09:30
19
12
0 0
31
21:30
4
5
0 0
9
09:45
12
66
15
44
0 0
27
110
21:45
3
27
5
19
0 0
8
46
10:00
18
13
0 0
31
22:00
4
6
0 0
30
10:15
25
13
0 0
38
22:15
4
4
0 0
8
10:30
15
8
0 0
23
22:30
2
5
0 0
7
10:45
14
72
15
49
0 0
29
121
22:45
1
11
4
19
0 0
5
30
11:00
15
9
0 0
24
23:00
5
1
0 0
6
11:15
22
9
0 0
31
23:15
2
4
0 0
6
11:30
11
10
0 0
21
23:30
2
1
0 0
3
11:45
9
57
11
39
0 0
20
96
23:45
2
11
1
7
0 0
3
18
TOTALS
386
296
682
TOTALS
698
529
1227
SPLIT%
56.6%
43.4%
35.7%
SPLIT%
1
56.9%
43.1%
64.3%
DAILY
1,084
825
0.
•I•
AM Peak Hour
07:45
07:30
07:30
PM Peak Hour
1430
15:45
16:00
AM Pk Volume
106
91
194
PM Pk Volume
112
91
174
Pk Hr Fador
0.757
0.910
0.022
Pk Hr Fedor
0.778
0.711
Make
7-9 Volume
148
127
275
4-6 Volume
191
139
330
7-9 Peak Hour
0745
0730
07:30
4-6 Peak Hour
1645
1600
16:00
7-9 Pk Volume
106
91
1%
4.6Pk Volume
101
80
174
Pk Hr Fattor
0.757
0.910
0.022
Pk Hr FaROr
0.902
0.870
0.800
CITY OF ROSEMEAD
Prepared By: Transtech Engineers, Inc. I Page 11 of 12
TRAFFIC REVIEW ON JACKSON AVENUE BETWEEN EMERSON PLACE AND HELLMAN AVENUE
Attachment 2 — Radar Speed Survey taken on February 2"d, 2022
SPEED
Jackson Ave Bet. Emerson PI & Hellman Ave
Day: Thursday Oty: Rosemead
Date: 2/3/2022 Praject0: CA22_020045_001
Summary
AMValumes
29
51
1]
45
9
5
0
0
0
8
0
662
%AM
2%
00:00 AM
0
1
1
3
2
0
0
1
0
0
0
0
0
8
01:00
3
1
0
3
1
0
1
0
0
0
0
0
0
9
02:00
0
0
1
3
1
0
2
0
0
0
0
0
0
7
03:00
1
0
0
3
1
0
0
0
0
0
0
0
0
5
04:00
2
2
4
3
2
1
1
0
0
0
0
0
0
15
05:00
0
1
2
4
4
2
0
0
0
0
0
0
0
18
06:00
0
0
4
6
5
3
0
0
0
0
0
0
0
38
07:00
6
6
24
43
34
J
1
1
0
0
0
0
0
122
08:00
3
14
24
49
51
9
1
2
0
0
0
0
0
153
09:00
5
4
18
43
27
10
2
1
0
0
0
0
0
110
10:00
6
11
29
40
26
8
1
0
0
0
0
0
0
121
11:00
3
11
22
35
20
5
0
0
0
0
0
0
0
96
12:00 PM
5
18
24
33
23
5
0
1
0
0
0
0
0
109
13:00
5
3
20
32
36
9
1
0
0
0
0
0
0
111
14:00
5
13
39
59
30
4
2
0
0
0
0
0
0
152
15:00
10
12
36
55
31
11
1
2
0
0
0
0
0
158
16:00
12
17
41
62
31
9
2
0
0
0
0
0
0
174
17:00
6
14
42
56
27
9
2
0
0
0
0
0
0
156
18:00
4
17
37
45
15
2
1
0
0
0
0
0
0
121
19:00
5
9
24
23
9
2
1
0
0
0
0
0
0
73
20:00
4
7
26
22
14
5
1
0
0
0
0
0
0
29
21:00
2
4
13
16
7
2
1
0
1
0
0
00
46
22:00
1
0
9
11
5
3
1
0
0
0
0
0
0
30
23:00
2
0
5
7
4
0
0
0
0
0
0
0
0
18
%drotuH
5%
9%
24%
3s%
21%
AMValumes
29
51
1]
45
9
5
0
0
0
8
0
662
%AM
2%
3%
9%
2%
01
0%
36%
AM Peak Hour
07 60
08:00
00
09:00
0200
As 00
OBW
Volume
A
14
51
10
2
2
153
PM Volumes
61
114
b42L
232
61
13
3
1
0
0
0
0
1227
% PM
3%
6%
12%
3%
11
0%
0%
.1.
PM Peak Hour
16'.00
12:M
13'.W
1500
NOV
1500
21:00
]6:[0
Volume
12
18
36
11
2
2
1
174
Directional Peak Periods
AM 7-9
NOON 12.2
PM 4.6
Off Peak Volumes
All Speeds
volume %
volume %
volume %
volume %
275 14%
220 12%
330 1 17%
1084 1 57%
15th 50th Average 85th 95th ADT
Jackson Ave I Summary 1 20 27 27 33 37 1909
CITY OF ROSEMEAD
Prepared By: Transtech Engineers, Inc. I Page 12 of 12